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61 00 ! )6t OQ 16 <br />SHEET <br />98TH A VENUE No. <br />PLAN & PROM R 17 <br />EXIST. MONUMENT SIGN, SEATING AREA <br />TIE TO EX15T. DRIVEWAY AND <br />TIE TO EXI T. DRIVEWAY <br />+ , 68�[� <br />DEFLECT EXIST. Z" WATER SERIVCE <br />EXIST 12' CMP <br />i <br />+ <br />BELOW ]5" HDPE (6" SEP IO MIN. <br />18 RCPEXIST <br />61 <br />ADE, it CON5T5 <br />EXIST. SWK <br />+46.8 <br />TO REMAIN <br />' 0 70 <br />40 <br />EXIST. R : <br />+6889" <br />--- RE -GRADE EXIST. SWALE <br />15' HDPEP <br />CONST. ' PAVEP ,SHL R <br />.. <br />TO PROVIDE CONVEYANCE TO 5-/OSA f® <br />CONST. 75 LF OF 18" RCP <br />- <br />EXIST. CATCH BASIN AND ADJUST EXIST. FIRE HYDRANT <br />5-70 <br />EXIST - <br />12 CMP-: <br />- ® S -IDSA <br />1 <br />r CULVERTS TO BE REMOVED <br />.m <br />I <br />( <br />IREFER <br />REMAIN) <br />+ <br />TEMPORARY CONSTRUCTION <br />TO UTILITY POLE ', <br />S-10 <br />00 JS <br />m EASEMENT (EXIST. TOP OF BANK) <br />)5 <br />Otl 166.4-00 <br />ING DETAIL/j' <br />.::....» <br />EXIST. R/W <br />S 10 N5 <br />_]_«. <br />Kim ey»>Horn <br />°'03/30 <br />CONST. 150 LFOF <br />—_ <br />RY <br />DESCRIPTION <br />eY <br />DESCRIPTION <br />15. ttDHkp <br />CONST. 5' PAVED SHLDR <br />iQ REVISED PIPE CROSSING ON PL22MCF <br />� <br />f <br />RIVER SERVICE CENT1REVISED <br />tDAOT2EO <br />2020MCF <br />— <br />14�Der<*H FLr,surteiaoINDIAN <br />J� <br />y y <br />STRUCTURE INFO. <br />411412021 3:]9:49 PM <br />_ <br />O <br />+ 6 <br />0 <br />,. <br />DEFLECT 15" HOPED ASE NOG <br />DISTURB EXIST. A10NUMENT SIGN <br />-- <br />,.. +9888 <br />357 z 00LT 158 <br />— _;,_ <br />760 761 <br />7 <br />m <br />V~j <br />8TH AVENUE <br />�-- <br />70 <br />N (P 13' 08" E <br />REFER TO UTILITY POLE PAVING DETAIL <br />10 <br />' <br />LA <br />W <br />CONST. <br />CONST <br />68 IF OF 18" RCP <br />J <br />_ <br />ADJUST EXIST VALVES (TYP.) -... <br />-_ - CONST 5 PAVED <br />SHLDR <br />� <br />-- <br />O <br />O <br />EXIST. <br />CONTRACTOR TO REMOVE EXIST 18' CMP OUTFALL <br />CONST, 20 IF 18" CAP W/ <br />CONC, <br />R/W <br />AND STABILIZE WITH PEGGED SOD. <br />COLLAR, OUTFALLL INV, = 19.00 <br />L <br />CONST. WIDE CULVERT REVETMENT <br />TO <br />(REFER TO DETAIL) <br />LEGEND: <br />50%157+18.07, 50.00' LT STAS157+99.00, 45.60' <br />CONST. 4:1 MES CONST. TYPED' D81 <br />LT S AO 159+®.05, <br />CONST TYPE'C <br />46.27' LT OMITTED <br />D8l� <br />PROPOSED ROADWAY <br />FOOT INDEX 430-021 FDOT INDEX 425-052 <br />GRATE EL. 22. E0 <br />k ui WIDENING <br />FL EL = 22.70 <br />BK INV. 20.00 <br />E'� OVERLAND FLOW DIRECTION <br />© <br />EV= <br />BOTTOM = 18.00 <br />EXIST. POWER POLE TO 8E RELOCATED <br />(BY OTHERS) <br />IT INV, 22.00* <br />BOTTOM = 17.10 <br />4L <br />61 00 ! )6t OQ 16 <br />SHEET <br />98TH A VENUE No. <br />PLAN & PROM R 17 <br />EXIST 12' CMP <br />i <br />---- <br />18 RCPEXIST <br />61 <br />ADE, it CON5T5 <br />I <br />20 <br />15' HDPEP <br />...._ .x_1.0 <br />EXIST 17 WMEXIST <br />..... ._ -. <br />8 FM <br />mo <br />.m <br />I <br />e' <br />V5 <br />00 JS <br />00 <br />)5 <br />Otl 166.4-00 <br />REV I <br />S 10 N5 <br />Kim ey»>Horn <br />°'03/30 <br />FLORIDA POWER & LIGHT <br />DATE <br />RY <br />DESCRIPTION <br />eY <br />DESCRIPTION <br />2020 <br />MKL <br />iQ REVISED PIPE CROSSING ON PL22MCF <br />® DESIGN REV. PER RFI 49 <br />RIVER SERVICE CENT1REVISED <br />tDAOT2EO <br />2020MCF <br />UTILITY POLE REMOVAL <br />14�Der<*H FLr,surteiaoINDIAN <br />7ee.7"'w <br />STRUCTURE INFO. <br />411412021 3:]9:49 PM <br />5/1 <br />KAVBB LDEV\147086006 <br />MCF <br />®OFF-SITE DRAINAGE CONVEYANCE <br />1- Po 1 Se ROABWAYIPLANP003 <br />°'tel11" o <br />- 9Bl 1. <br />987w AVENUE & [Garr STREET <br />61 00 ! )6t OQ 16 <br />SHEET <br />98TH A VENUE No. <br />PLAN & PROM R 17 <br />